Summary for Test 2021-07-18-6-2

Test performed: ASTM D36-14ε1

Project Information

Project IdentifiersProject ID: 215237
DEA: 101H4204
EFIS: 1018000166
DIST-CO-RTE-PM10-MER-5-17.0/22.6
Award Date12/09/2020
Closeout Date03/02/2022
Work DescriptionRESURFACE WITH RUBBERIZED HOT MIXED ASPHALT.
Location DescriptionMERCED COUNTY AT AND NEAR SANTA NELLA FROM 0.5 MILE SOUTH OF ROUTE 5/152 SEPARATION TO MCCABE ROAD OVERCROSSING
QA Service Level1 (Verified on 10/23/2020)

Sample Information

Sample Taken Date07/18/2021 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing07/26/2021 Sample typeDepartment Acceptance
A brief description of the samplePG64-16 The quantity of what the sample constitutes1 OF 2 CANS
From where was the sample collectedSource First name of sampler or witnessed byAdam
Last name of sampler or witnessed byZ. Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMARATHON ELK GROVE
Transportation Laboratory (TL) Number034103 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplier
Performance GradePG 64-16 Lot number
Sublot number Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-18-6
DIME Test ID: 2021-07-18-6-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Test Release Date: 2021-07-28

Test Results


ASTM Thermometer used?: C
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/28/2021
Softening Point Sample 1: 70 C
Softening Point Sample 2: 70 C
Bath Liquid: USP glycerin
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): 2018 per spec.

Test was verified on 7/28/2021 ✔